hig.sePublikationer
Ändra sökning
RefereraExporteraLänk till posten
Permanent länk

Direktlänk
Referera
Referensformat
  • apa
  • harvard-cite-them-right
  • ieee
  • modern-language-association-8th-edition
  • vancouver
  • Annat format
Fler format
Språk
  • sv-SE
  • en-GB
  • en-US
  • fi-FI
  • nn-NO
  • nn-NB
  • de-DE
  • Annat språk
Fler språk
Utmatningsformat
  • html
  • text
  • asciidoc
  • rtf
Performance of Steel Concrete Shear Walls with Two Sided Reinforced Concrete
Department of Civil Engineering, Abadan Branch, Islamic Azad University, Abadan, Iran.ORCID-id: 0000-0002-9431-7820
Department of Civil Engineering, Abadan Branch, Islamic Azad University, Abadan, Iran.
2019 (Engelska)Ingår i: International Journal of Engineering and Technology Innovation, ISSN 2223-5329, E-ISSN 2226-809X, Vol. 9, nr 3, s. 228-239Artikel i tidskrift (Refereegranskat) Published
Abstract [en]

Abstract

This paper deals with the performance of Steel-Concrete Shear Walls (SCSWs) which have reinforced concrete on both sides of the steel plate subjected to cyclic loads. Finite element software ABAQUS is applied to analyze the SCSWs. Accuracy of the finite element modeling is verified by comparison of the theoretical results with those obtained experimentally. Then, various variables are studied in order to evaluate their effects on the performance of the SCSWs. These variables include thickness of concrete, steel plate thickness, number of bolts, gap size between reinforced concrete and steel frame, the percentage of reinforcement in reinforced concrete, and beam and column profiles of the steel frame. It is concluded that the change of the variables influences the ultimate load capacity, ductility, and energy dissipation of the SCSWs. Moreover, buckling of the walls is discussed.

Ort, förlag, år, upplaga, sidor
2019. Vol. 9, nr 3, s. 228-239
Nyckelord [en]
steel-concrete shear wall, cyclic load, finite element method, concrete thickness
Nationell ämneskategori
Samhällsbyggnadsteknik
Identifikatorer
URN: urn:nbn:se:hig:diva-31385ISI: 000469813400006Scopus ID: 2-s2.0-85067248300OAI: oai:DiVA.org:hig-31385DiVA, id: diva2:1383113
Tillgänglig från: 2020-01-07 Skapad: 2020-01-07 Senast uppdaterad: 2021-09-06Bibliografiskt granskad

Open Access i DiVA

fulltext(189 kB)414 nedladdningar
Filinformation
Filnamn FULLTEXT01.pdfFilstorlek 189 kBChecksumma SHA-512
fe8d4a922f2f2362ab7b7835e09425dc0e02b6e4ac96a626f8b20f15c2469618cfd4e3c7a8205ced70518d9ccfeb75e181f838fecf17b3d7d54270d1007176e1
Typ fulltextMimetyp application/pdf

Scopus

Person

Bahrami, Alireza

Sök vidare i DiVA

Av författaren/redaktören
Bahrami, Alireza
I samma tidskrift
International Journal of Engineering and Technology Innovation
Samhällsbyggnadsteknik

Sök vidare utanför DiVA

GoogleGoogle Scholar
Totalt: 414 nedladdningar
Antalet nedladdningar är summan av nedladdningar för alla fulltexter. Det kan inkludera t.ex tidigare versioner som nu inte längre är tillgängliga.

urn-nbn

Altmetricpoäng

urn-nbn
Totalt: 429 träffar
RefereraExporteraLänk till posten
Permanent länk

Direktlänk
Referera
Referensformat
  • apa
  • harvard-cite-them-right
  • ieee
  • modern-language-association-8th-edition
  • vancouver
  • Annat format
Fler format
Språk
  • sv-SE
  • en-GB
  • en-US
  • fi-FI
  • nn-NO
  • nn-NB
  • de-DE
  • Annat språk
Fler språk
Utmatningsformat
  • html
  • text
  • asciidoc
  • rtf